Large Eddy Simulation of GDI Single-Hole Flow and Near-Field Spray

2012 ◽  
Vol 5 (2) ◽  
pp. 620-636 ◽  
Author(s):  
Bizhan Befrui ◽  
Giovanni Corbinelli ◽  
Peter Spiekermann ◽  
Mark Shost ◽  
Ming-Chia Lai
2004 ◽  
Vol 16 (6) ◽  
pp. 1866-1883 ◽  
Author(s):  
Paul E. DesJardin ◽  
Timothy J. O’Hern ◽  
Sheldon R. Tieszen

Fuel ◽  
2018 ◽  
Vol 223 ◽  
pp. 164-178 ◽  
Author(s):  
Georg Eckel ◽  
Patrick Le Clercq ◽  
Trupti Kathrotia ◽  
Alexander Saenger ◽  
Sabine Fleck ◽  
...  

2008 ◽  
Vol 22 (5) ◽  
pp. 289-330 ◽  
Author(s):  
Li Jiang ◽  
Jiangang Cai ◽  
Chaoqun Liu

2014 ◽  
Vol 1 (1) ◽  
pp. 755-801
Author(s):  
J. C. Harris ◽  
S. T. Grilli

Abstract. Wave-induced Boundary Layer (BL) flows over sandy rippled bottoms are studied using a numerical model that applies a one-way coupling of a "far-field" inviscid flow model to a "near-field" Large Eddy Simulation (LES) Navier–Stokes (NS) model. The incident inviscid velocity and pressure fields force the LES, in which near-field, wave-induced, turbulent bottom BL flows are simulated. A sediment suspension and transport model is embedded within the coupled flow model. The numerical implementation of the various models has been reported elsewhere, where we showed that the LES was able to accurately simulate both mean flow and turbulent statistics for oscillatory BL flows over a flat, rough bed. Here, we show that the model accurately predicts the mean velocity fields and suspended sediment concentration for oscillatory flows over full-scale vortex ripples. Tests show that surface roughness has a significant effect on the results. Beyond increasing our insight into wave-induced oscillatory bottom BL physics, models of sediment transport as sophisticated as the present coupled model have the potential to make quantitative predictions of sediment transport and erosion/accretion around partly buried objects in the bottom, which is important for a vast array of bottom deployed instrumentation and other practical ocean engineering problems.


2010 ◽  
Vol 23 (2) ◽  
pp. 162-169 ◽  
Author(s):  
Wang Bing ◽  
Zhang Huiqiang ◽  
Wang Xilin

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